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带连接单元大跨度花瓣状拱架结构稳定性分析
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作者 于敬海 刘忻然 +1 位作者 何梦杰 王彬 《空间结构》 CSCD 北大核心 2024年第2期47-52,共6页
针对某体育馆莲花形建筑造型,提出了带连接单元大跨度花瓣状拱架结构.采用有限元方法对结构进行稳定性分析,考虑几何非线性、双重非线性、活荷载分布及初始缺陷等影响因素,分析构成连接单元结构的下弦拉杆布置、交叉斜撑及环向连接杆件... 针对某体育馆莲花形建筑造型,提出了带连接单元大跨度花瓣状拱架结构.采用有限元方法对结构进行稳定性分析,考虑几何非线性、双重非线性、活荷载分布及初始缺陷等影响因素,分析构成连接单元结构的下弦拉杆布置、交叉斜撑及环向连接杆件截面面积等参数对结构稳定性能的影响.结果表明:此类空间结构的失稳模式分别为凹凸对称的马鞍形整体失稳、沿径向的波浪形整体失稳、连接单元结构的环向连接杆件失稳.合理布置下弦拉杆的同时增大环向连接杆件截面面积能有效提升结构的稳定极限承载力. 展开更多
关键词 拱架结构 连接单元结构 稳定性分析 几何非线性 双重非线性
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Mechanical and Acoustic Performance Test of New Designed Metal Noise Barrier Unit Plate with No Riveted Connection 被引量:1
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作者 LUAN Haoxiang WU Jin +3 位作者 PAN Jiayu ZHU Wanxu ZHOU Hongmei PENG Hanze 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第2期343-352,共10页
The modern transportation system is increasingly developed during recent years.It is an effective solution to set the noise barriers to reduce the traffic noise pollution caused by different kinds of transportation sy... The modern transportation system is increasingly developed during recent years.It is an effective solution to set the noise barriers to reduce the traffic noise pollution caused by different kinds of transportation systems.Many deficiencies on concrete noise barriers and metal noise barriers with rivet structure can be eliminated by a new kind of noise barrier with no-riveted structure.The mechanical performance examination and acoustic performance test are conducted on the new-designed noise barrier with no-riveted structure.The results indicate that the maximum stress is 1.74 MPa and the maximum deformation is 1.04 mm with load acting on the unit plate.The noise reduction coefficient of this kind of no-riveted noise barrier unit plate is 0.75 and its noise insulation is 40 dB,which were conform to or superior to the standard requirements.Therefore,this new designed noise barrier meets the field application requirements of mechanical and acoustic performance,which demonstrates the noise barriers can be widely promoted. 展开更多
关键词 noise barrier unit plate no-riveted connection structure design mechanical performance acoustic performance
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Stable High-Energy Density Super-Atom Clusters of Aluminum Hydride 被引量:1
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作者 Ke-yan Lian Yuan-fei Jiang +4 位作者 De-hou Fei Wei Feng Ming-xing Jin Da-jun Ding Yi Luo 《Chinese Journal of Chemical Physics》 SCIE CAS CSCD 2012年第2期147-152,I0003,共7页
With the concept of super-atom, first principles calculations propose a new type of super stable cage clusters AlnH3n that are much more energetic stable than the well established clusters, AlnHn+2. In the new cluste... With the concept of super-atom, first principles calculations propose a new type of super stable cage clusters AlnH3n that are much more energetic stable than the well established clusters, AlnHn+2. In the new clusters, the aluminum core-frame acts as a super-atom with n vertexes and 2n A1-A1 edges, which allow to adsorb n hydrogen atoms at the top-site and 2n at the bridge-site. Using Al12H36 as the basic unit, stable chain structures, (Al12H36)m, have been constructed following the same connection mechanism as for (A1H3)n linear polymeric structures. Apart from high hydrogen percentage per molecule, calculations have shown that these new clusters possess large heat of formation values and their combustion heat is about 4.8 times of the methane, making them a promising high energy density material. 展开更多
关键词 High-energy density Super-atom First principles Cluster of aluminum hydride
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